One Time Maintenance (Premix carpet of 20 mm) with hot mix plant paver, work of Nalena to Chopara Motor road transferred from P.M.G.S.Y in Kaladungi Constituency in Nainital District of Uttarakhand.

Amount

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped gabions of galvanized steel, of size X1mX1m with two diaphragms at 1minterval, having mesh opening x120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm.(The work includes filling boulders in the gabions).

Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls,retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&Pand royaltiies etc. complete as per drawing and technical ecifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications

Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 (45-63 mm size) as per Technical Specification Clause 405.

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 (22.40-53mm size) as per Technical Specification Clause 405.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B By Mechanical Means Bitumen (VG-10) with cold addmixture

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B By Mechanical l Means

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6

Cleaning of fully choked scupper and catchpit complete as directed by the Engineerin- charge.

C/O Pucca Drain

Concret with cement ,coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundation and floors including supply of all material ,labour and T&P etc. required for proper complection of the work .as per drawing and technical specification Clause 802,803,1202&1203

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical pecifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 1600 mm x 600 mm square

Consrtuction of parapet in 40% plum & 60% ston. 1:2:4 cement concrete in size of 2.00x0.45x0.60m with base of 15 cm thick PCC 1:3:6. including supply of all material, labour, T&P etc. required for proper completion of the work.

Excavation

Plum Stone

Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor)